Questions › Category: Civil EngineeringFilter:AllOpenResolvedClosedUnansweredSort byViewsAnswersVotesThe length of the straight portion of a bar beyond the end of the hook should be at leastOpenVideRime asked 4 years ago • Civil Engineering, RCC228 views0 answers0 votesWhen HYSD bars are used in place of mild steel bars the bond strengthOpenVideRime asked 4 years ago • Civil Engineering, RCC150 views0 answers0 votesTension bars in a cantilever beam must be anchored in the support up toOpenVideRime asked 4 years ago • Civil Engineering, RCC169 views0 answers0 votesThe maximum shear stress in concrete of a reinforced cement concrete beam isOpenVideRime asked 4 years ago • Civil Engineering, RCC173 views0 answers0 votesDimension of a beam need be changed if the shear stress is more thanOpenVideRime asked 4 years ago • Civil Engineering, RCC145 views0 answers0 votesPick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional toOpenVideRime asked 4 years ago • Civil Engineering, RCC181 views0 answers0 votesSpacing of stirrups in a rectangular beam isOpenVideRime asked 4 years ago • Civil Engineering, RCC162 views0 answers0 votesDiagonal tension in beam________________OpenVideRime asked 4 years ago • Civil Engineering, RCC160 views0 answers0 votesPick up the correct statement from the following: a) The bent up bars at a support resist the negative bending moment b) The bent up bars at a support resist the shearing force c) The bending of bars near support is generally 45 degreeOpenVideRime asked 4 years ago • Civil Engineering, RCC150 views0 answers0 votesThe design shear stress in reinforced cement concrete depends onOpenVideRime asked 4 years ago • Civil Engineering, RCC140 views0 answers0 votes